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AST-0797-2021 Office Use Only ADDITION/ALTERATION PERMIT Permit#: AST-019 ZOZI '-_ APPLICATION Permit Fee:$ 2DO Town of Queensbur, 742 Bay Road,Queensbury,NY 12804 Invoice#: Z4 bFJS P:518-761-8256 www.gueensbury.net Flood Zone? Y YReviewed Project Location: 16 q-6 6JRy-% Tax Map ID #: Ir - Subdivision Name: PROJECT INFORMATION: TYPE: Residential X Commercial, Proposed Use: Single-Family Two-Family Multi-Family(#of units ) Townhouse Business Office Retail Industrial/Warehouse Garage (#of cars_) X Other(describe) Winterization of existing enclosure of detailing facility for Enterprise Car Rental ADDITION SQUARE FOOTAGE: ALTERATION SQUARE FOOTAGE: 1st floor: 1st floor: 443 sf 2nd floor: 2nd floor: 3rd floor: 3rd floor: Basement(habitable space): Basement(habitable space): Total sq ft: Total sq ft: Scope of work to be done: ^-- Ilc.. �aarinc�l�eva�-►vx-� 1.� LIZ OCT Z T 202, �J Tp VVN E83CD 1VG CtVSSURY ®DES Addition/Alteration Application Revised January 2021 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): MH Contracting Mailing Address, C/S/Z PO Box 665 / Latham, NY 12110 Cell Phone: 518) 221-4069 Land Line: �_) Email: anthonvcoluccio@,gmail.com Name(s): Enterprise Holding Mailing Address, C/S/Z: 11 Northway Lane Cell Phone: 518 ) 376-2105 Land Line: Email:.MarkJMcMahon@ehi.com ❑ Check if all work will be performed by property owner only Contractor(s): (List all additional contractors on the back of this form) Contact Name(s): MH Contracting i Contractor Trade: General Contracting—framing, masonry, siding Mailing Address, C/S/Z: PO Box 665 / Latham, NY 12110 Cell Phone: 518) 221-4069 Land Line: �_) Email: anthonvcoluccio@gmail.com "Workers' Comp documentation must be submitted with this application" Architects)/Engineer(s): Business Name: Hoffman + Riley Architects Contact Name(s): John Riley Mailing Address, C/S/Z: 1735 Central Avenue /Albany, NY Cell Phone: 519 ) 577-3119 Land Line: 518 )452-3073 Email:-JR@HoffmanRileyArchitects.com Contact Person for Compliance in regards to this project: John Riley Cell Phone: 518 ) 577-3119 Land Line: 518 ) 452-3073 Email:.JR@HoffmanRileVArchitects.com Addition/Alteration Application Revised January 2021 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction:$ 85,000 2. Source of Neat(circle one):—Gas—Oil Propane Solar X Other (Electric) Fireplaces/inserts need a separate Fuel Burning Appliances & Chimney Application 3. Are there any structures not shown on the plot plan? Yes X NO Explain: 4. Are there any easements on the property? YES NO SITE INFORMATION: • Is this a corner lot? YES NO • Will the grade be changed as a result of the construction? YES X NO • What is the water source? X PUBLIC _PRIVATE WELL • What type of wastewater system is on the parcel? X SEWER _PRIVATE SEPTIC DECLARATION: 1. 1 acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be completed within a 12 month period.Any changes to the approved plans prior to/during construction will require the submittal of amended plans,additional reviews and re-approval. 2. If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 4. 1 certify that the application, plans and supporting materials are a true and a complete statement and/or description of the work proposed,that all work will be performed in accordance with the NYS Building Codes,local building laws and ordinances, and in conformance with local zoning regulations. 5. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 6. 1 also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance ofacertificate of occupancy. I have read and agree to the above: PRINT NAM . SIGNATU . DATE: 2 Addition/Alteration Application Revised January 2021 • Contractor(s): Workers' Comp documentation must be submitted with this application Contractor Name(s): McBain Electric Contractor Trade: Electrical work Mailing Address, C/S/Z: 2742 6th. Ave/Troy NY 12180 Cell Phone: Land Line: Email: • Contractor(s): Workers' Comp documentation must be submitted with this application Contractor Name(s): Christian Construction Inc ✓ Contractor Trade: Mailing Address, C/S/Z: 171 Waters Road / Troy, NY Cell Phone: Land Line: Email: • Contractor(s): Workers' Comp documentation must be submitted with this application Contractor Name(s): United Asphalt Company LLC Contractor Trade: Concrete and Asphalt Mailing Address, C/S/Z: 349 Saratoga Street / Cohoes, NY Cell Phone: Land Line: (518) 266-0333 Email: • Contractor(s): Workers' Comp documentation must be submitted with this application Contractor Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone: Land Line: • Contractor(s): Workers' Comp documentation must be submitted with this application Contractor Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone: Land Line: Email: Addition/Alteration Application Revised January 2021 COMchelck Software version 4.1..5.3 FILE Copy Envelope Compliance Certificate REVIEWED FOR ENERGY CODE COMPLIANCE Project Information IlEliLo E K'Rry Energy Code: 2018 IECC Project Title: Queensbury Enterprise Detailing Shop AlterationsNOV i Location: Glens Falls,New York Climate zone: Al EQUE Project Type: Alteration G& Construction Site: Owner/Agent: Designer/Contractor: 676 Upper Glen Street Mark McMahon John Riley Queensbury,NY,NY 12804 Enterprise Holdings Hoffman+ Riley,Architects 11 Northway Lane 1735 Central Avenue Latham,NY 12110 Albany, NY 12205 518-452-3073 ]R@HoffmanRileyArchitects.com Building Area Floor Area 1-Auto detailing(Automotive Facility):Nonresidential 486 Envelope Assemblies R-Value Proposed Max.Allowed Post-Alteration Assembly - ----- - -- - --- - -- ----- -- --- Cavity Cont. U-Factor SHGC U-Factor SHGC Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1-Auto detailing] 38.0 10.0 0.021 -- 0.021 -- Floor 1:Slab-On-Grade:Heated,[Bldg.Use 1-Auto detailing] — 0.2 5.000 — 0.620 NORTH Exterior Wall 1:Wood-Framed,24"o.c.,[Bldg.Use 1-Auto 21.0 3.0 0.049 — 0.051 — detailing] EAST Exterior Wall 2:Wood-Framed,24"o.c.,[Bldg.Use 1-Auto 21.0 3.0 0.049 — 0.051 -- detailing] SOUTH Exterior Wall 3:Wood-Framed,24"o.c.,[Bldg.Use 1-Auto 21.0 3.0 0.049 — 0.051 — detailing] WEST Exterior Wall 4:Wood-Framed,24"o.c.,[Bldg.Use 1-Auto 21.0 3.0 0.049 — 0.051 -- detailing] Door 1:Insulated Metal,Swinging,[Bldg.Use 1-Auto detailing] — — 0.200 — -0.370 --- Door 2:Insulated Metal,Non-Swinging,[Bldg.Use 1 -Auto — — 0.130 — 0.179 -- detailing] (a)Slab-On-Grade proposed and budget U-factors shown in table are F factors. �D AR,,�fy/T �'RILFy, U >¢ s t 0252 � Project Title: Queensbury Enterprise Detailing Shop Alterations Report date: 11/12/21 Data filename: C:\Users\John Riley\Desktop\OFFICE\O-Draw\0-Enterprise\Enterprise-Queensbury 2021\11-10- Page 1 of 14 21\Queensbury Enterprise Copy.cck Envelope Compliance Statement Compliance Statement: The proposed envelope alteration project represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2018 1ECC requirements in COMcheck Version 4.1.5.3 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date Project Title: Queensbury Enterprise Detailing Shop Alterations Report date: 11/12/21 Data filename: C:\UsersVohn Riley\Desktop\OFFICE\O-Draw\O-Enterprise%Enterprise-Queensbury 2021�11-10- Page 2 of 14 211Queensbury Enterprise Copy.cck COMcheck Software Version 4.2.5.3 Interior Lighting Compliance certificate Project Information Energy Code: 2020 NYStretch Energy Code-2018 IECC Project Title: Queensbury Enterprise Detailing Shop Alterations Project Type: Alteration Construction Site: Owner/Agent: Designer/Contractor. 676 Upper Glen Street Mark McMahon John Riley Queensbury, NY,NY 12804 Enterprise Holdings Hoffman+ Riley,Architects 11 Northway Lane 1735 Central Avenue Latham,NY 12110 Albany,NY 12205 518-452-3073 JR@HoffmanRileyArchitects_com Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts 1 ft2 (B X C) 1-Auto detailing(Automotive:Vehicular Maintenance Area):Exempt Total Allowed Watts= N/A Area Category Exemption Qualifications #Fixtures Total#Watts Activity Area Pre-Alt. Repl./Added Pre-Alt. Post-Alt, Auto detailing(Automotive:Service/repair 486 so.lt) 728.000 206.000 Exemption:Replacement of bulbs and ballasts only. Proposed Interior Lighting Power A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Auto detailing(Automotive:Service/repair 486 sq_f-):Exempt Total Proposed Watts= N/A p .,- • _ i Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting alteration project represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2020 NYStretch Energy Code-,2018 IEC9requirements in COMcheck Version 4.1.53 and to comply with any applicable mandatory requirements liste thd4ns e tion Checklist. CNR?'S �. Q�9�3�r�-XAGa12�"cEc�i`�scA( iV0 Z1 Na O ENE y Signatu a Date v t ,. ^= w RFD . ��:�?�� •�`s- Proje ,- ensbury Enterprise Detailing Shop Alterations Report date: 11JOB121 Data filename: GACLIENTSIHR1HR61 Queensbury Enterprise%ComChecklQueensbury Enterprise.cck Page 1 of 3 COMcheck Software Version 4.1.5.3 Exterior Lighting compliance Certificate Project Information Energy Code: 2018 IECC Project Title: Queensbury Enterprise Detailing Shop Alterations Project Type: Alteration Exterior Lighting Zone 0(Unspecified) Construction Site: Owner/Agent Designer/Contractor. 676 Upper Glen Street Mark McMahon John Riley Queensbury, NY, NY 12804 Enterprise Holdings Hoffman + Riley,Architects 11 Northway Lane 1735 Central Avenue Latham,NY 12110 Albany, NY 12205 518-452-3073 JR@HoffmanRileyArchitects.com Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/Unit Wattage (B X C) Total Tradable Watts(a)= 0 Total Allowed Watts= 0 Total Allowed Supplemental Watts(b)= 350 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 350 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power Exterior Lighting TBD! Exterior fighting 2 one not specifiecf(see project screen) Project Title: Queensbury Enterprise Detailing Shop Alterations Report date: 11/12/21 Data filename: C:\UsersVohn Riley\Desktop\OFFICENO-Draw\0-EnterpriseXEnterprise-Queensbury 2021\11-10- Page 4 of 14 21\Queensbury Enterprise Copy.cck C®Mcheck Software Version 4.1.5.3 Mechanical Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: Queensbury Enterprise Detailing Shop Alterations Location: Glens Falls, New York Climate Zone: 6a Project Type: Alteration Construction Site: Owner/Agent- Designer/Contractor. 676 Upper Glen Street Mark McMahon John Riley Queensbury,NY,NY 12804 Enterprise Holdings Hoffman+ Riley,Architects 11 Northway Lane 1735 Central Avenue Latham,NY 12110 Albany, NY 12205 518-452-3073 ]R@HoffmanRileyArchitects.com Mechanical Systems List Quantity System Type&Description Mechanical Compliance Statement Compliance Statement: The proposed mechanical alteration project represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.5.3 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date Project Title: Queensbury Enterprise Detailing Shop Alterations Report date: 11/12/21 Data filename: C:\Usersvohn Riley\Desktop\OFFICE\O-Draw\O-Enterprise\Enterprise-Queensbury 2021\11-10- Page 5 of 14 21\Queensbury Enterprise Copy.cck COMcheck Software Version 4.1..5.3 Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section #: Plan'Review complies Comm ents/Assumptions . C103.2 Plans and/or specifications provide all "❑Complies' ;Requirement will be met [PR111 `information with which compliance '❑Does Not ;can be determined for the building :envelope and document where ❑Not Observable`. exceptions to the standard are `❑Not Applicable ;claimed. 1 C402.4.1 :The vertical fenestration area<=30 :❑Complies 'Requirement will be met [PR10]1 percent of the gross above-grade wall T❑Does Not area. ❑Not Observable ❑Not Applicable C402.4.1 The skylight area <= 3 percent of the •'❑Complies Requirement will be met. [PR1111 ;gross roof area. ;❑Does Not '[]Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2'. Medium Impact(Tier 2) 3:. Low Impact(Tier 3) Project Title: Queensbury Enterprise Detailing Shop Alterations Report date: 11/12/21 Data filename: C:\UsersVohn Riley\Desktop\OFFICE\O-Draw\0-Enterprise\Enterprise-Queensbury 2021\11-10- Page 6 of 14 21\Queensbury Enterprise Copy.cck Reqi Slab edge insulation installed per TIComplies Requirement will be met. UNot Observable UNot Applicable C303.2.1 -,Exterior insulation protected against XIComplies Requirement will be met. [F06]1 �,damage,sunlight,moisture,wind, "[]Does Not ,landscaping and equipment maintenance activities. :[]Not Observable; ONot Applicable �Anstalled slab-on-grade insulation type '[]Complies See the Envelope Assemblies table for values. 2 and R-value consistent with insulation '[]Does Not specifications reported in plans and ! ;.E]Not Observable' COMcheck reports. []Not Applicable C Slab edge insulation depthilength. flComplies Requirement will be met. Slab insulation extending away from ![]Does Not building is covered by pavement or 4 See the Envelope Assemblies table for values. >= 10 inches of soil. ;[]Not Observable, TINot Applicable C402.2.6-,,'Radiant heating systems panels Ikomplies Requirement will be met. spa e c being heated. See the Envelope Assemblies table for values. UNot Observable UNot Applicable AdditionaUCommments/Assummptions: 11 High Impact(Tier 1) Imedium Impact(Tier 2) ,3]Low lmpa:c:t::(::r:ie�r=3) Project Title: Qoeensbu,y Enterprise Detailing Shop Alterations Report date: zz/zz/ z Data filename: c:\u,emUohnni |cs\o'on,v*n-snte,phse\ nterphse'Queensburyonoruzao' Page 7of 14 zzVQueensuury Enterprise Copy'cck Sdction Rouqhlitl6iPeciii -cP Mp 1& b03Jia`.'I,Fenestration products rated in '[]Complies Requirement will be met. accordance with NFRC. T-IDoes Not I]Not Observable 'UNot Applicable C303.1.3 ',Fenestration products are certified as �11]Complies Requirement will be met- (FR1311 'to performance labels or certificates '[]Does Not provided. []Not Observable IINot Applicable C402.4.3 'Vertical fenestration SHGC value. E]Complies See the Envelope Assemblies table for values. [FR10]1 T]Does Not ;[]Not Observable:: []Not Applicable C402.4.3, :'.Vertical fenestration U-Factor. :[]Complies :'See the Envelope Assemblies table for values. TIDoes Not C402.4.3. 4 ;[]Not Observable [FR8]1 il IINot Applicable U-factor of opaque doors associated UComplies 'See the Envelope Assemblies table for values. FR,141,- 2 - he building thermal envelope ElDoes Not ' --�,witht -.�meets requirements. TINot Observable IINot Applicable C402.5.1 iThe building envelope contains a I]Complies 'Requirement will be met. FR1611 continuous air barrier that is sealed in IlDoes Not :an approved mannerand either constructed or tested in an approved []Not Observable manner.Air barrier penetrations are UNot Applicable sealed in an approved manner. C462;5.1, Factory-built fenestration and doors TIComplies Requirement will be met C402'.5.4 ':,are labeled as meeting air leakage ",0Does Not .[FR-18] requirements. '3[]Not Observable' []Not Applicable -C462.�5.7 Vestibules are installed on all building TIComplies Exception: Requirement does not apply. 3- FRUT.—-...,,;entrances.Doors have self-closing TIDoes Not devices. '[]Not Observable', E]Not Applicable Additional Comments/Assumptions: Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Queensbury Enterprise Detailing Shop Alterations Report date: 11/12/21 Data filename: C:\UsersVohn Riley\Desktop\OFFICEXO-Draw\D-EnterpCise\Enterprise-Queensbury 2021\11-10- Page 8 of 14 21\Queensbury Enterprise Copy.cck -,Sdctio m6chankall,116,66fi-e n nsp,ctComphes� :Comments/Assumptions i q lD C462;-5S,.:.`Stair and elevator shaft vents have IlComplies Exception.- Requirement does not apply. C403.24. motorized dampers that automatically TIDoes Not --'- --close.Refemece section C403.7.7 for []Not Observable NE, 31 3"- I operational details. TINot Applicable Additional Comments/Assumptions: I I High Impact(Tier 1) 1' Medium Impact(Tier 2) J I Low Impact Project Title: Queensbury Enterprise Detailing Shop Alterations Report date: 11/12/21 Data filename: C:Wsers�ohn Riley\Desktop\OFFICE\O-DrawkO-EnterprisekEnterprise-Queensbury 2021\11-10- Page 9 of 14 21\Queensbury Enterprise Copy.cck nee Rer Low-voltage d ry-type d i,stribution .DComplies Exception: Req_uirement does not apply. electric transformers meet the T]Does Not _---,-minimum efficiency requirements of '[]Not Observable '0Not Applicable C46:._V.',�"Electric motors meet the minimum T]Complies Exception: Requirement does not apply. [EL27,12'r,'-_-'efficiency requirements of Tables 'E]Does Not through C405.7(4). []Not Observable' Efficiency verified through certification under an approved certification TINot Applicable program or the equipment efficiency J ratings shall be provided by motor manufacturer(where certification --".programs do not exist). -2-,-,--,Escalators and moving walks comply []Complies Exception: Requirement does not apply. autorriatic controls configured to ',[]Not Observable: [EL281 "reduce speed to the minimum permitted speed in accordance with I]Not Applicable or applicable local code when not conveying C465,'§- "Total voltage drop across the Tkomplies .Exception: Requirement does not apply. IEI_291,-- - combination of feeders and branch XIDoes Not '[]Not Observable:, -EINot Applicable AdditiomnaUCommemts/Assumptiwme: I I High impact(Tier 1) ft(Tier 2) 1 a-I LOW Impact FTier 3) Project Title: Queensuu,y Enterprise Detailing Shop Alterations Report date: zz/zz12z Data filename: cAuseoVoxnni |cE\o'omam\n'smaq,,be\Emerprise-Queenshurvoozruza* page znof 14 ozV}ueensuun/Enterprise cmpy.cck section #. Insulation iins�*OdcAon CordCoenmen#s/J"Surerptrons C303.1 Roof insulation installed per Thomplies :Requirement will be met. [IN3]1 manufacturer's instructions. Blown or T]Does Not ;poured loose-fill insulation is installed -,only where the roof slope is<=3 in UNot Observable'. 112. UNot Applicable C402.2.1 !Insulation installed on a suspended 0Complies Exception: Requirement does not apply. [IN20]1 ceiling having ceiling tiles is not being UDoes Not ,specified for roor/ceiling assemblies � Not Observable' 'Continuous insulation board installed []I in 2 or more layers with edge joints PNot Applicable ,offset between layers. C303-.-1 Building envelope insulation is labeled'ElComplies Requirement will be met [IN10]2 rt 'T]Does Not -,with R-value or insulation certificate providing ng R-value and other relevant data. []Not Observable', '[]Not Applicable C303.2 ;:Above-grade wall insulation installed 11complies Requirement will be met. [IN7]1 ;per manufacturer's instructions. .1]Does Not 'F-]Not Observable; ONot Applicable C3 Exterior insulation is protected from fhomplies :Requirement will be met. [IN14F 1damage with a protective material. UDoes Not 3 'Verification for exposed foundation insulation may need to occur du ring bNot Observable Foundation Inspection. UNot Applicable C,402.1;1 ,��Non-swinging opaque doors have R- tDcomplies Requirement will be met. _':"4.75 insulation. T]Does Not 0Not Observable UNot Applicable C105 Installed above-grade wall insulation Thomplies iSeetheEnvelopeAssembliestableforvalues. [IN6]1 type and R-value consistent with IlDoes Not ,insulation specifications reported in :plans and COMcheck reports. UNot Observable; thot Applicable t402133.�_-'Installed floor insulation type and R- IlComplies See the Envelope Assemblies table for values. [IN8]2: -:value consistent with insulation IlDoes Not --specifications reported in plans and ;COMcheck reports. UNot Observable UNot Applicable .C402.2.6 Radiant panels and associated ElComplies 'Exception: Heated slab-on-grade. components,designed for heat IlDoes Not transfer from the panel surfaces to the; ' occupants or indoor space are []Not Observable ' insulated with a minimum of R-3.5. 0Not Applicable C105 Installed roof insulation type and R- DComplies See the Envelope Assemblies table for values. [IN2]1 value consistent with insulation []Does Not 'specifications reported in plans and ' COMcheck reports.For some ceiling ng []Not Observable systems,verification may need to Ihot Applicable occur during Framing inspection. C402.5.1. �All sources of air leakage in the 'ElComplies Requirement will be met I :building thermal envelope are seated, -T]Does Not [IN1]1 caulked,gasketed,weather stripped tNot Observable U .or wrapped with moisture vapor- :permeable wrapping material to thot Applicable ;minimize air leakage. Additional Comments/Assumptions: I I High Impact(Tier 1) _2-1 medium impact(Tier 2) 3-._FLow Impact(Tier 3) Project Title: Queensbury Enterprise Detailing Shop Alterations Report date: 11112/21 Data filename: C.-\UsersVohn RileyXDesktopkOFFICE\O-Draw\O-Enterprise\Enterprise-Queensbury 2021XII-10- Page 11 of 14 21\Queensbury Enterprise Copy.cck I I High Impact(Tier 1) '2_" Medium Impact(Tier 2) 3:_ Low Impact(Tier 3) Project Title: Queensbury Enterprise Detailing Shop Alterations Report date: 11/12/21 Data filename: C:\UsersVohn Riley\Desktop\OFFICE\O-Draw\O-Enterprise\Enterprise-Queensbury 2021\11-10- Page 12 of 14 21\Queensbury Enterprise Copy.cck 'section # FinalAnspec omr &,Req.ID C402.5.6 Meatherseals installed on all loading T]Complies Exception: Requirement does not apply. [F137]1 'dock cargo door openings and provide IlDoes Not direct contact along the top and sides ' ,of vehicles parked in the doorway. QNot Observable T]Not Applicable C402.5.6 Meatherseals installed on all loading T]Complies -.Exception: Requirement does not apply. [F137]1 ',dock cargo door openings and provide:,[]Does Not direct contact along the top and sides []Not Observable' ,of vehicles parked in the doorway. rONot Applicable C402.5.6 Meatherseals installed on all loading TIComplies Exception: Requirement does not apply. [FI37]1 -dock cargo door openings and provide ODoes Nat -,direct contact along the top and sides of vehicles parked in the doorway. Observable tINot Applicable C402.5.6 Meatherseals installed on all loading []Complies .'Exception: Requirement does not apply. -[] I Does Not (F13711 ',dock cargo door openings and provide., 1direct contact along the top and sides J ,of vehicles parked in the doorway. UNot Observable', Uhlot Applicable t401.5.8 Recessed luminaires in thermal TIComplies -Exception:Requirement does not apply. 1261. .,envelope to limit infiltration and be IC T]Does Not rated and labeled.Seal between []Not Observable'I interior finish and luminaire housing. I]Not Applicable C408.1.1 :Building operations and maintenance []Complies Requirement will be met. [F]57]1 ;documents will be provided to the T]Does Not owner.Documents will cover ." !manufacturers'information, E]Not Observable ;specifications, programming UNot Applicable ;procedures and means of illustrating to owner how building,equipment and ;systems are intended to be installed, maintained,and operated. Additional Comments/Assumptions: 11 High impact(Tier 1) 1I,-2.,'J medium impact(Tier 2) Tier 3) Project Title: Queensbury Enterprise Detailing Shop Alterations Report date: 11/12121 Data filename: C:\Users�ohn RileyNDesktopkOFFICE\O-Draw\O-Enterprise\Enterprise-Queensbury 2021\11-10- Page 13 of 14 21\Queensbury Enterprise Copy.cck Project Title: Queensbury Enterprise Detailing Shop Alterations Report date: 11/12/21 Data filename: C:kUsersvohn Riley\DesktopXOFFICEXO-Draw\0-EnterpriseXEnterprise-Queensbury 2021ki1-10- Page 14 of 14 21tQueensbury Enterprise Copy.cck E D V E D Enterprise NOV 16 2021 676 Upper Glen Street OF QUEENSBURY Queensbury, NY 12804 TOBUIILDING&CODES _ Structural Calculations for Detailing Shop Renovation Detal TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examination,compliance with our comments shall not be construed as indicating the plans and specifications are in full compliance with the Building Codes of New York State. Prepared By: SRA Engineers Evergreen Professional Park 453 Dixon Road, Ste. 7, Bldg 3 CZueensbury, NY 12804 Op NEW M. COShaun M. Rivers, Principal NYSPE # 066587 Client: Hoffman + Riley Architects Aeb (vJtd�i•ls � Vfr.d7 ��ina �fi� sShcf �vs93 as.�,Kj = �•:�4•aS ,/� 1 - 's6s :,je � �Lr�a�•.'s��-= f�,i��,3"� �,,,aa�� `ts;!'•_�,ai=�,nl�s .� S�'•��.� /'�2� ! �',;i�,n,:�4?,J {9'�i?��''s��' ��bfl\ �(� .. x_ r v c.� {-o;..) ''-a a r�� t J�a S� "a-�-S t�� '.• �..�� 9 { 'A� dfr J3�� 1,9 - 1 11 I i jl�ist �txt1.� C7 U�� `M��a 'C�h�S M7�r f�dS��51�` au/C1�y CL u.,;.t..�:a/w,� .�.`•v — u¢>ahral2zJ Ci�� vate9•yi�� — �'��.�`�>! �'��-S��l2!'f-� � . i /)'t/G✓ �4a o,- fZ �� ` E 4� tOS14 PD Latitude, Longitude:43.32639035, -73.66464410 Berkshire Hathaway HomeServices Blake... O'Reilly Auto Part's --Ot Dr Mohan's Wine Liquors riterprise Rent-A-Car Sunoco Miap data(92021 Date 81912021,11.40:50 AM Design Code Reference Document ASCE7-16 Risk Category 11 Site Class D-Default(See Section 11.4.3) Type Value Description Ss 0.236 MCER ground motion.(for 0.2 second period) S, 0.068 MCER ground motion.(for I.Os period) Sms 0.378 Site-modified spectral acceleration value Smi 0.163 Site-modified spectral acceleration value SDS 0.252 Numeric seismic design value at 02 second SA SD1 0.109 Numeric seismic design value at 1.0 second SA Type Value Description SDC B Seismic design category F, 1.6 Site amplification factor at 0.2 second Fv 2.4 Site amplification factor at ix second PGA 0.131 MCEG peak ground acceleration FpGA 1.537 Site amplification factor at PGA PGArw 0202 Site modified peak ground acceleration TL 6 Long-period transition period in seconds SsRT 0236 Probabilistic risk-targeted ground motion.(02 second) SsUH 0.252 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration SsD 1.5 Factored deterministic acceleration value.(0.2 second) S1RT 0.068 Probabilistic risk-targeted ground motion.(1.0 second) SIUH 0.074 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. SID 0.6 Factored deterministic acceleration value.(1.0 second) PGAd 0.5 Factored deterministic acceleration value.(Peak Ground Acceleration) CRS 0.939 Mapped value of the risk coefficient at short periods CRI 0.92 Mapped value of the risk coefficient at a period of 1 s a (u76:�)(Z� xLg°�') Lf_y "� ` Ile no lone vJf z'i� fuxr�,r, 7.7 P- V AA zf�"ems s I� I k 0-15L U-rip` rx� 6 l��=r.V, Gt,-, -r�. �d 1 = IS'� Stub?e 5.5:r� 1=I r = 2y 1. F —to-? = 3� X q • s; 3 `3 Zo 1 r• 'Z t) _. )t T Til— I ?of r r ��a a 1✓` °�_t f'� T+ax -401 S4Ptir = b�l� i�, d�� f a� 3t� S cf = j�� '�'"�R.l ee"f �rf J i s S i E t t tI¢{B L I i. I I O _ �_y3 _ �(� eya�-F '��r3a �•.� �°S+�j a3! y:£l�e �g�.Q $�zg ^9G`. I� 7 9 t, L ? WOOdWorkS® Sizer SOFTWARE FOR WOOD DESIGN 1 Beam1 WoodWorks®Sizer 2019(Update 2) Aug.10,2021 11:07:36 COMPANY I PROJECT ANALYSIS RESULTS LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self-weight of members has NOT been included<< Load Type IDistributionlPat-1 Location I Magnitude jUnit I Iternj Start End I Start End --------------I--------------I------------I---- --------------(--------------I ----- Loadl Wind Trapezoidal 0.02 10.02 78.3 156.6 plf Load2 Wind Trapezoidal 10.02, 17.02 156.6 102.2 plf Load3 Wind Trapezoidal 17.02 20.02 141.6 108.5 plf LOAD COMBINATIONS: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.2 ---------------------------------------------------------------- LC # ASCE # 1: D only 2: 0.6D + 0.6W 3: 0.6W W=wind SHEARS AND BENDING (+ve bending = compression on top) : ---------- SPAN Load Shear@ ! Bendinge Span Bending Comb. start end start end ma loc. [ lbs] [lbs-ft] [lbs-ft] [ft] ------i------- --------------------)-------------------- ----------------- 1 1 0 0 0 0 0 0.0 1 2 710 -763 0 0 3964 10.1 1 3 710 -763 0 0 3964 10.1 VERTICAL REACTIONS ( -ve = uplift ) [lbs] ------------------------------ 20.00 ft Load Comb. A A ----------,------------------- 1 0 0 2 710 763 3 ( 710 763 ------------------------------ ------------------------------ CD FACTORS: LC# Description CD ----------------------------------------------------------------------------------- 1 D only 0.900 2 0.6D + 0.6W 1.600 3 0.6W 1.600 . J ? Woodworks® Sizer SOFTWARE FOR WOOD DESIGN Beam1 WoodWorks®Sizer 2019(Update 2) Aug. 10,2021 11:08:18 COMPANY PROJECT ANALYSIS RESULTS ----------------------------------------------------------------------------------- ----------------------------------------------------------------------------------- LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self-weight of members has NOT been included<< ----------------------------------------------------------------------------------- ----------------------------------------------------------------------------------- Load + Type +DistributionlPat-i Location I Magnitude jUnit Iternj Start End I Start End I --------------I--------------I------------I---- --------------I-------------- ----- Loadl Wind Full Area 0.00 6.00 126.1 126.1 plf Load2 Wind Full Area 6.00 24.75 96.3 96.3 plf LOAD COMBINATIONS: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.2 ----------------------------------------------------------------------------------- ----------------------------------------------------------------------------------- LC # ASCE # 1: D only 2: 0.6D + 0.6W 3: 0.6W W=wind SHEARS AND BENDING (+ve bending = compression on top) - SPAN Load Shear@ Bending@ Span Bending Comb. start end start end mag. loc. [ lbs] [lbs-ft] [lbs-ft] [ft] ------ ------- -------------------- -------------------- ----------------- 1 J 1 0 0 0 0 0 0.0 1 2 809 -727 0 0 4585 12.2 1 I 3 809 -727 0 0 4585 12.2 ----------------------------------------------------------------------------------- ----------------------------------------------------------------------------------- VERTICAL REACTIONS ( -ve = uplift ) [lbs] ------------------------------ ------------------------------ 24.75 ft Load Comb. ---------- ------------------- 1 , 0 p 0 2 811E 727 3 811' 727 ------------------------------ ------------------------------ CD FACTORS: ----------------------------------------------------------------------------------- ----------------------------------------------------------------------------------- LC# Description CD ----------------------------------- ----------------------------------------------- I D only 0.900 2 0.6D + 0.6W 1.600 3 0.6W 1.600 ----------------------------------------------------------------------------------- ----------------------------------------------------------------------------------- ESR-3373 1 Most Widely Accepted and Trusted Page 4 of 4 PRESCRIPTIVE METHOD(INTERMITTENT WALL BRACING) TABLE 1-FASTENING REQUIREMENTS FOR ZIP SYSTEM®R-SHEATHING WITH FRAMING OF DOUGLAS FIR-LARCH FOR WIND OR SEISMIC LOADING UNDER THE 2015,2012,AND 2009 IRC(WSP METHOD) R. FRAMING' FASTENING REQUIREMENT SHEATHING TYPE' Nominal Stud Maximum Stud Spacing Fastener Specifications? EdgeJPield Spacing Minimum Penetration (R-value clroam) Size(min.) (inches) (inches) into Framing(inches) R-3 2-by-4 24 0.131-inch shank nails 4112 1.5 R-3 2-by-4 16 16ga staples,7/1b-inch crown. 3/6 1.0 24nch length 0.1314nch shank nails 4/12 1.5 R-6 2-by-4 24 15ga staples,2/,,inch crown, 3/6 1.0 2.5-inch length R-9 2-by-4 24 0.131-inch shank nails 3112 1.5 R-12 2-by-4 24 0.1314nch shank nails 3112 1.5 For SI: 1 inch=25.4 min 'All fasteners must be located a minimum of ale inch from panel edges. 2Fasteners must be common nails or equivalent,or staples,of a type generally used to attach wood sheathing. 'Type R-12 RSheathing panels have a foam plastic insulation thickness of 2.0 inch. Type R-9 R-Sheathing panels have a foam plastic insulation thickness of 1.6 inch.Type R-6 RSheathing panels have a foam plastic insulation thickness of 1.0 inch. Type R-3 R-Sheathing panels have a foam plastic insulation thickness of 0.5 inch. 4A11 panel edges must be backed by framing. ENGINEERED METHOD(SHEARWALL PANELS) TABLE 2-FASTENING REQUIREMENTS AND ALLOWABLE SHEAR CAPACITY FOR ZIP SYSTEM®R-SHEATHING WITH FRAMING OF DOUGLAS FIR-LARCH FOR WIND OR SEISMIC LOADING UNDER THE 2015,2012 AND 20091BC R- FRAMING FASTENING REQUIREMENT ALLOWABLE SHEATHING SHEAR TYPE Nominal Stud Maximum Fastener EdgeJFietd Minimum Penetration (R•Yalue of foam) Size(min.) Stud Spacing Specifications' Spacing into Framing inches CAPACIiYs,sa (inches) (inches) g(inches) (Plo R-3 2-by-4 24 0.131-inch shank nails 4/12 1.5 245 R-3 2-by4 24 0.1314nch shank nails 3112 1.5 280 R-3 2-by-4 16 16ga staples,7/jr,4nch 3/ 1 0 210 crown,24nch length s R-6 2-by-4 24 0.1314nch shank nails 4/12 1.5 230 R-6 2-by-4 24 0.1314nc)shank nails 3/12 1.5 255 R-9 2-by4 24 0.1314nch shank nails 3/12 1.5 240 R-12 2-by-4 24 0.1314nch shank nails 3/12 1.5 215 For SI: 1 inch=25.4 mm,1 pit=14.6 N/m. 'AII fasteners must be located a minimum of 3/8 inch from panel edges. 2For framing of other species,the shear value above must be multiplied by the Specific Gravity Adjustment Factor=(1-(0.50-SG%where SG is the specific gravity of the framing lumber in accordance with the AWC NDS. This adjustment factor must not be greater than 1. 3Fasteners must be common nails or equivalent,or staples,of a type generally used to attach wood sheathing. 4Type R-6 R-Sheathing panels have a foam plastic insulation thickness of 1.0 inch. Type R-3 R-Sheathing panels have a foam plastic insulation thickness of 0.5 inch. 5The maximum height-to-width aspect ratio of shear walls is 21. 6The allowable shear capacity may be increased by 40%for wind in Allowable Stress Design in accordance with Section 2306.3 of the 2015, 2012 and 200916C. 'AII panel edges must be backed by framing. i it P110 7 6 hole -u•'Y��i}.�. . V__1� _ . t ��.._��1� i��}-�ir�'$.}# =1'v�r*8.,,` {. i i 5 la Q t"a Fogs _ �� o� .t��•{�{, ;9(J 11 a J iJ 7°r� :54( ={,iz)(2.,r5.Q rn j ' r 02 its S b ¢ t a COMPANY PROJECT WoodWorks® SDFTIYMF FOR U10019 DEJUGA Aug.9,2021 14:18 Columnl Design Check Calculation Sheet Wood Works Sizer 2019(Update 2) Loads: Load Type Distribution Location (fill .Magnitude Unit Start End Start End d Dead Axial UDL (Ecc. = 0.92") 165 a/ pif s Snow Axial UDL (Ecc. = 0.92") 462�' plf wind wind Full UDL 44.6 f plf Self-wet ht Dead Axial UDL 8 if Reactions(lbs): m 0 o' s• Unfactored- Lateral: Dead 3 1 Snow 8 8 Wind 202 201 Axial: Dead 345 345 Snow 924 924 Facto rC'd: R->L Load coub -11 L->R 123 #2 Load curb 119 '44 Lumber Stud,S-P-F,No.11No.2,2x6(1-112"xS-112") Support:Lumber Stud Bottom plate,D.Fv-L Stud;Bearing length=stud thickness;continuous lower support Spaced at 24.0'r c;Total length:9'.Volume=0.5 Cu-fL Pinned base;Load face=width(b);Ke x Lb:1.0 x 0.0=0.0 ft;Ke x Ld:1.0 x 9.0=9.0 ft;Repetitive factor applied where permitted(refer to online help); This section PASSES the design code check. Analysis vs.Allowable Stress and Deflection using Nos 2ois Criterion Anal sis value -Design value Unit final ..is/Desi Shear fV= 22 Fv' = 216 psi Bending(+) fb = 450 Fb' = 2093 psi fb/Fb' 0.22 Axial fc = 154 PC' = 849 psi fc/FC' 0.18 Combined (axial + eccentr c + side lead be ding) Eq.15.4-1 = 0.26 Axial Bearing fc = 154 Fc• = 1455 psi fc/FC* 0.11 support Bearin fcp = 154 FCp 781 psi fcp/Fcp 0.20 Live Defl'n 0.14 = L/795 0.60 = L/180 in 0.23 Total Defl•u 0.15 = L/734 0.60 = L/180 in 0.25 Additional Data: FACTORS: F/E(psi) CD Cr. Ct CL/CP CF Cfu Cr Cfrt Ci LC9 Fv' 135 1.60 1.00 1.00 - - - - 1.00 1.00 4 Fb'+ 875 1.60 1.00 1.00 1.000 1.300 - 1.15 1.00 1.00 S Fc' 1150 1.15 1_00 1.00 0.584 1.100 - - 1.00 1.oe 2 FC'Comb 1150 1-60 - - 0.459 - - - - - 3 E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 5 Emi.n' 0.51 million 1.00 1.00 - - - - 1.00 1.00 5 Fc• 1130 1.is 1.00 1.00 - 1.100 - - 1.00 1.00 Fcp sup 626 - 1.00 1.00 - - - - 1-00 1.00 2 CRITICAL LOAD COMBINATIONS: Shear : LC:14 = 0.6D+ 0.6W Bending(+): LC t)5 = D + 0.6W Deflection; LC Ito = 0.6D + 0.6W (live) LC #5 D + 0.6W (total) Axial LC 02 = D + S Combined : LC 93 = D+ 0.75(s + 0.6W) fb= 319 Fb'= 2093 FCE= 1067 Fxe/s-fc(Sxe/d)= 124 Support LC 82 = D + S D--dead S=snow•W=wind All LC's are listed in the Analysis output Load combinations: CALCULATIONS: V= 122 lbs; M(+) - 284 lbc-ft; r - 2269 lbs EIy- 29.12 lb-in'2 "Live" deflection is cue to all noa-dead leads Slice, wind, Total deflection 1.5 dead + "live' Bearing-- Reaction 1269 lbs, Capacity= 6445 1bs, Lb = 1.50-, Cb= 1.25 Design(dotes: 1.Analysis and design are in accordance with the ICC International Building Code(IBC 2018)and the National Design Specification(NOS 2018)•using Allowable Stress Design(ASO).Design values are from the NOS Supplement. 2.Please verify that the default deflection limits are appropriate for your application. a r. Steel Check Report Page 1 Steel Check Report Element: C:PDCGsteel6!stcl.nf Company- SRA •�'" Description: 21-809 User MPK Date: 8./1002021 2.39:39 PM Software: Digital Canal Steel Design 6.7 GENERAL INFORMATION Description Value Description Value Run Mode Check Mode K 1.00 Design Code AISC 14th Edition ASD K, 1.00 Beam-Column Length 9.50 ft Total load Deflection Limit L/240 Steel Yield Stress 46.00 ksi Live Load Deflection Limit L/360 Cn Calculation Aiwa s use 1.0 conservative Lateral Torsional Braced LTB Length C_Calculation Always use 1.0(conservative) Section shape - Cn,,,Calculation Always use 1.0(conservative) Maximum Section Depth - L 9.50 ft Minimum Section Depth - 9.50 ft Back-Back Distanc double angles only) - L, 9.50 ft Section Width(an les,double angles) K 1.00 Check Section List HSSIOX3-12X" Maximum Stress Ratio - LOAD INFORMATION Ref.No. Case Load o a Dir Begin Value Begin Position End Value End Position I Dead Linear Y 0.213 ki s i ft) 0.000 (ft) 0.213-(kips/ft 9.500 ft 3 Wind Linear X 0.083 (kips/ft) 0.000 (ft) 0.083 (kips/ft) 9.500 ft 2 Snow Linear Y 0.084 s/ft) 0.000 (ft) 0.084 (kips/R) 9.500 (ft) SELECTED LOAD COMBINATIONS Load Combination Code Check Total Live Dependent Conditional LCI:DL+LL+WL+SL+EL x - LC2: I AODL x CRITICAL STRESS SUMMARY ReE No. Section Name Opt.Mark Criteria g Stress Ratio Load Combination Distance(ft) I I HSSIOX3-I/2X1/4 I OK Axial-Bendin 0.140141 1 LCI:DL+LL+WL+SL+EL 4.7501 CRITICAL STRESS DETAILS Section Name: HSS10X3-I/2X1/4 Status: OK Unit Load Effects Resistance Ratio Load Combination Distance ft Axial kips 0.0000 163.34 0.0000 LCL-DL+LL+WL+SL+EL 4.75_ Bendin -X ft-kips -3.351 41.088 -0.082 L tVCl:DL+LL+' L+SL+EL 4.75 Bendin -Y ft-kips -0.936 15.985 -0.059 LCI:DL+LL+WL+SL+EL 4.75 Interaction - - - 0.1401 LCI:DL+LL+%VL.+SL+EL 4.75 Shear-X kips 03943 21.363 0.0185 LCI:DL+LL+WL+SL+EL 9.5 Shear-Y kips 1.4160 70.778 0.0200 LC2:1.40DL 9.5 Total Detl-X in 0.0000 0.4750 0.0000 0 Total Defl-Y in 0.0000 0.4750 0A000 - 0 Live Defl-X in 0.0000 03167 0.0000 0 Live Defl-Y in 0.0000 03167 0.0000 - 0 C:/DCC/steel6/stcl.rtf 08/10/2021 FIRE MARSHAL'S OFFICE Town of Oueensbury 742 Bay Road, Oueensbury, NY 12804 'Home of' Natural Beauty ... A Good Place to Live" PLAN REVIEW Enterprise Rent - A- Car FILE COPY 676 Glen Street AST-0797-2021 10/29/2021 The following comments are based on a review of submittals: • Verify fire extinguisher location and inspection .IOlb type ABC added adjacent to man door per attached • Location of exit I Emergency lighting appear adequate. Function test will be required Noted • Lock latches shall comply with Chapter 10 of 2020 IFC. Hardware complies with referenced code Refer to Drawing A1.0 • Verify paths of egress D E C E 9 V E Thru man door w/exit light shown E--, 16 2021 Verify storage Storage is non-combustible and kept in onsite cabinet TOWN OF QUEENSBURY BUILDING&CODES • Verify clearances to electrical service panels 36" minimum clearance in front with 30"width maintained in front of panel per NEC • Truss ID signage required To be provided per Section 11I01 Part 1264 • Supply HVAC equipment plan and specs HVAC equipment not provided due to in slab electric radiant heat conditioning Michael J Palmer Fire Marshal